NGI-ADP: Anisotropic shear strength model for clay

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 36, Issue 4, 2012, Pages 483-497

  Grimstad, Gustav ^a   Andresen, Lars ^a   Jostad, Hans P ^a  

^a NORWEGIAN GEOTECHNICAL INSTITUTE   (Norway)

Author keywords

Anisotropy; Clay; Undrained shear strength

Indexed keywords

DESIGN ANALYSIS; DESIGN PROFILE; DIRECT SIMPLE SHEARS; EFFECTIVE STRESS; ELASTOPLASTIC CONSTITUTIVE MODEL; FAILURE STRAIN; FINITE ELEMENT CODES; GEOTECHNICAL PROBLEMS; IMPLICIT INTEGRATION; INPUT PARAMETER; NONLINEAR STRESS; TRIAXIAL COMPRESSION; TRIAXIAL EXTENSION; UNDRAINED; UNDRAINED BEHAVIOR; UNDRAINED SHEAR STRENGTH;

ANISOTROPY; CLAY; DESIGN; FINITE ELEMENT METHOD; GEOLOGIC MODELS; LOADING;

CONSTITUTIVE MODELS;

ANISOTROPY; BEARING CAPACITY; CLAY; CONSTITUTIVE EQUATION; EFFECTIVE STRESS; ELASTOPLASTICITY; FINITE ELEMENT METHOD; GEOTECHNICAL PROPERTY; LOADING; SHEAR STRENGTH; STIFFNESS;

EID: 84857475200     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.1016     Document Type: Article

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